摘要
对现有关于法向应力作用下单裂隙渗流的实验结果进行了系统的分析和总结,发现幂律关系(包括立方律)不足以描述单裂隙的渗流规律,并根据Sundaram等人的实验结果建立了法向应力作用下单裂隙单位水头的水流速率q与其裂隙开度b,裂隙闭合量Δb和法向应力σ之间的关系。并根据其它实验结果验证了上述关系的普适性。
On the basis of reviewing the recent experimental studies of fluid percolation through single fractures under normal stress, it is found that the power relationships(including cubic law) between aperture and fluid flow are inadequate to describe the permeability mechanism of single fracture. The relationships among unit flowrate q, fracture aperture b, fracture closure △b and normal stress σ are formulated using the experimental result of Sundaram et al. Finally, the universal of above-mentioned relationships is verified in terms of other experimental studies.
出处
《武汉水利电力大学学报》
CSCD
1993年第2期167-173,共7页
Engineering Journal of Wuhan University
关键词
岩体
应力
裂缝
渗流
水流
rock mass stress
fisstured flow
water flow